Research Article
Analysis of Soil Resistance under Horizontal Load of Rigid Antislide Pile
Table 3
Similarity ratio of model test.
| Item | Physical quantity | Relationship of similarity | Similarity ratio |
| Geometry | Geometric dimensioning | | 1 : 10 |
| Load | Strain | | 1 : 1 | Force | | 1 : 200 | Torque | | 1 : 2000 |
| Concrete | Modulus of elasticity | | 1 : 2 | Poisson’s ratio | | 1 : 1 | Stress | | 1 : 2 |
| The soil sample of the model | Cohesion | | 1 : 2 | Angle of internal friction | | 1 : 1 | Modulus of compression | | 1 : 2 |
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